| contributor author | Bill R. Elsbury | |
| contributor author | David E. Daniel | |
| contributor author | Gregory A. Sraders | |
| contributor author | David C. Anderson | |
| date accessioned | 2017-05-08T20:35:33Z | |
| date available | 2017-05-08T20:35:33Z | |
| date copyright | November 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A11%281641%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20564 | |
| description abstract | A highly plastic clay liner was compacted in the field with full‐sized equipment to an average of more than 100% of standard Proctor maximum dry density. The average field permeabilities of two sections of the liner, as measured with four sealed double‐ring infiltrometers and a | |
| publisher | American Society of Civil Engineers | |
| title | Lessons Learned from Compacted Clay Liner | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:11(1641) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011 | |
| contenttype | Fulltext | |
